Variable stiffness composite beams subject to non-uniformly distributed loads: An analytical solution

An analytical solution is obtained for the 3D static deflection of variable stiffness composite beams subject to non-uniformly distributed loads. Governing differential equations with variable coefficients, reflecting the spatially variable stiffness properties, are presented in which four degrees o...

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Bibliographic Details
Published inComposite structures Vol. 256; p. 112975
Main Authors Masjedi, Pedram Khaneh, Weaver, Paul M.
Format Journal Article
LanguageEnglish
Published Elsevier Ltd 15.01.2021
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